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Home My WebLink About2464-1V#21 #a I -; I 2;1;�� 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CI LIMITS. 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-89 STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH STANDARD STRENGTH, AND PERFORAT D" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MA ERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY. 4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112, CONCRETE FOR BASE SLAB SHALL BE CLASS 560-13-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR—PER CITY OF FONTANA STANDARD DETAIL 109. 5. ALL STATIONING REFER$ TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 7. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL, RAISE SAME TO FINISHED GRADE. S. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL RE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 9. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT— PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE WITH A PLUG, PER STANDARD. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER QF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE RECORD DRAWINGS " TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SMALL CHISEL "X" IN THE CURS AT THE LOCATION OF ALL LATERALS. 14. THE CONTRACTOR SHALE. PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 4" HOUSE SEWER LATERAL SHALL PE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. CITY OF FONTANA SEWER IMPROVEMENT PLANS EXISTING TRACT NO. 15655-5 and 6 HIGHLAND AVENUE 22. City of Fontana, utility notification list 16. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF City of Fontana Pacific 90 Co. 1" DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING Attn: Carlos Navarro Attn, Virginia Becker (6 _ THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER 8353 Sierra Avenue 3934 E. Coronado Street (�>_REMOIVE THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT Fontana, CA. 92335 Anaheim, CA. 92807 @--CONSTRUCT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL (909) 350-6632 (714) 666-5467 &—JOIN MEASURES ARE NO LONGER NECESSARY, So. Calif. Gas Company Underground Service Alert - 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH Attn: Dennis Freeman 1981 W. Lugonia Avenue (800) 422-4133 MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR Redlands, CA. 92374 Comcast ( Cable TV ) NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE (909) 335-7547 Attn, Jack Hayes DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY Emergencies: (800) 427-2200 120$ Dupont D po MONUMENTS WHICH W14 BE DESTROYED AS A RESULT OF THIS CONSTRUCTION On05 91761 SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR So. Calif. Edison Company (90q) 390-4791 38 LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 300 N. Pepper Avenue MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS Rialto, CA. 92376 General Telephone Company BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 909 820-5598 — UndergrounO Attn, Steve Hock 909 875-5100 — Transmission 1400 E. Phillips Blvd. 181. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN 213 637-1233 — Pipelines 18001 OntQrio, CA. 91766 DEPTH SHALL DE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE 909 357-6223 — Distribution 422-4133 (800) 422-4133 GROUND OROHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN Fontana Water Company DEPTH SHALL LSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND Crawford Canyon Mutual Water Co. Attn, Michael J. McGraw MOVEMENT MAY BE EXPECTED. Attn: Bill Vanderkieft, Jr, 5440 Nuevo Avenue (619) 868-6040 Fontana CA. 92235 19, THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR (909) 822-2201 TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CAL/OHSA. Fax: (909) 823-5044 20. DUCTILE IRONIPE SHALL BE ASPHALT LINED AND COATED, BELL AND SPIGOT OR N MECHA ICAL JOINT AND SHALL CONFORM TO SECTION 207-9 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION. 21, CONNECTION BETWEEN EXISTING VCP AND PROPOSED DUCTILE IRON PIPE SHALL BE TYPE 'Z' JOINT AND SHALL CONFORM TO SECTION 208-5 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION. • _ • • • • Jill'.�� - - EM MAP SCALE: 1 =400 rij Ke4 11L • • (i�_CONSTRUCT 8" VCP SEWER 2,059 L.F. ( _ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 7 EA. 1" CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. NO. 125 65 EA. (6 _ INSTALL 8" VCP STOPPER 1 EA. (�>_REMOIVE PLUG AND JOIN EXISTING 8" VCP SEWER 1 EA. @--CONSTRUCT 8" DUCTILE IRON SEWER, CLASS 52 (See general note 20) 136 L.F. &—JOIN EXISTING 0* VCP (See general note 21) 1 EA. &—REMOVE EXISTING 8" VCP SEWER 15 L.F. NOTE: CONSTRUCT NOTES 1,5,7,9-12, NOT USED ON THESE PLANS 3" MAX SIZE NATIVE SOIL, COMPACTED 959 6" MIN. 6" MIN. 3" MAX SIZE NATIVE 10" MAX. 10" MAX. SOIL, COMPACTED 957 rrrm—rr , — — f mP6" MIN. M 10" MAX. 6" MAX SIZE NATIVE TIN 6" MAX SIZE NATIVE j N SOIL, COMPACTED 907 SOIL, COMPACTED 90% — — 1/2" CRUSHED —� STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW 8" VCP 1` MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N Z � : TYPICAL vtDDWQ FOR Ir VCS' 10' OR DEEPER SCALE: 1 " 2' TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 — 1" 3/40* 100 1 -10 3/8" 20-60 N0.4 0-15 N 0-5 ASTM13 TEST G&DIN 9 8" VCP 6" MIN. 10" MAX. 1'0 MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 r, At SCALE: 1 " = 2' VK:I�ATY MAP SCALE: 1 "= 1/2 mile Filename: L:\DWG\10201\15655-5\10201 S1.DWG Date: February 10, 1997